Determine the post construction vertical stress imposed

Reference no: EM13305739

Given: A 300-kn loading is supported on a 1.5 m by 1.5 m square foundation constructed on the ground surface of a homogeneous soil deposit (soil unit weight is 19kN/m3).

Required: Determine the preconstruction and postconstruction vertical stress imposed on the soil at a point 2 m below the center of the foundation area (assume westergaard conditions applied)

Reference no: EM13305739

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